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varies �"B" Llne <br /> �-�}-� Stop *4 3" t Symmetrical about Bent j <br /> *5 TU @ 5 *5 � @ /0 *5 � @ 5 *5 �-�JJ @ l2P/oce perpendicular - distribution reinf 3'-0" 3'-D" <br /> — o <br /> tot 5 tot /5 to Bent Deck re/nf Construction -a <br /> / / Joint411 fillet, typ <br /> clr clr <br /> I <br /> #ll tot /4 ~ ~- - - - - - - - ~ - - - ~� ~ — <br /> - - - - - - - <br /> bundled <br /> #5 g <br /> 2'-6" *// tot 4 <br /> #5 <br /> 4'-0" a <br /> *5 [�� tot /6 #1/ *5 cont tot 8 <br /> B *5 6A -o� o Bottom slab #ll tot l0 <br /> Limits of *5 [�] & *51 4'-010 4'-011 #10 r <br /> relnforcement <br /> Future utl/Ity 87-10 O <br /> open ng U_7 C C /'-0" # <br /> typ M <br /> #5 0 hoops @ 4 <br /> Into foot/ng Omlt upper #4 bars <br /> x Clearance to main cop reinf <br /> 8 *5 0 xx Reinforcement may be adjusted <br /> #IOJCo tot 4 SECTION A — A to clear prestressing ducts <br /> *5 tot 12 1 s/ <br /> r %2" Exp Jt f/I I erCj <br /> Lmn Mimi <br /> „� � o co <br /> Symmetrical about q Bent #5 alternating T &I N @ /2 j <br /> each way (Bents 4, 5 & 6 only) <br /> 0 6" max nl <br /> *7 tot 23 <br /> j _ - - _ _ - - _ _ _ #5 , @ l2 max ea way _v a <br /> r - - - - - - - - - , Hook files around outer bars ~ ~ ~ so so « <br /> o of top & bottom mats. - - - - - - - - - - - - - - - - - - - - - - N <br /> • •1:1 • • � <br /> F- <br /> 5 - #ll 24" CIDH N <br /> Note: Bent 3 shownELEVATION conc pile, typ *5 t s <br /> Y8 11-P-011 <br /> -P-Q" 41_0/1 O <br /> #5 <br /> 12'-0" Cr <br /> 4'-0" 4'-0" C <br /> Column <br /> • n <br /> 4'-0" dia o <br /> CIDH <br /> concp1l e *5 hoops @ 4 Column reinf <br /> O <br /> Bent <br /> Q) <br /> SECTION B — B z <br /> Bent <br /> 0 <br /> O 3�„_I._Q , a <br /> For additional details , see "Section A-A" Q <br /> ` %2" Exp jt filler 2 ° <br /> w <br /> -- below column Notes: <br /> j <br /> *l0 tot /8 w0 <br /> For pl/e data, see Genera/ Plan" sheet. Ir <br /> A 0 <br /> 2. All hoops are "U/tlmate" butt spliced continuous _(1 e*VESSIoNq� o <br /> REG ED CIVIL ENGINEER QUO Fy 0:, <br /> Column SECTION C — C J. No lap spl ices In main longitudinal column relnforcement. S//SLo2 Jeff W. Olson 2 w <br /> 2'-6" x 2'-6" key PLANS' APPROVAL DATE No. c42728 <br /> 0 <br /> 34 ,-l'-Q" <br /> FOOTING PLAN — BENTS 3, 4 4. For Section D-D, see "Bent Details No. 2" sheet QUINCY ENGINEERING, INC Exp.3-31-04 Q <br /> 3247�2 �_I._Q� 5. For Bents 2, 5 & 6 footing, see "Bent Detal/s No. 2" shcle <br /> eet Sacramento, CA - 2512 TF aF CpUF���\ ; <br /> a <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE BENT DETAILS JACK TONE ROAD BRIDGE SHEET TOTAL <br /> A. SANGHEZ 11 /2001 NO. SHEETS <br /> JEFF oLSON 5/02 P . I MAL 5/02 ' 3�ir�41 ,; � � ��� COUNTY OF SAN J OAQU I N NO SCALE AND OVERHEAD o <br /> NO . 1 BRIDGE N0 . 29C -0411 26 41 <br /> FILE NAME DRAWER ISHEET NO. ACAD REVISIONS DATE <br /> s085ebdl . dgn <br />